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HomeMy WebLinkAbout20150274 Ver 1_401 Application_20150315C�ea r ter s C1earWater Environmental Consultants, Inc March 12, 2015 www.ewenv.com Mr David Brown US Army Corps of Engineers Asheville Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, North Carolina 28801 -2638 Ms. Karen Higgins NC DWR, Webscape Unit 512 North Salisbury Street Raleigh, North Carolina 27604 RE: Highlands Falls Bank Stabilization Macon County, North Carolina Dear Mr Brown and Ms Higgins- �� i IN The attached Pre - Construction Notification (PCN) is being submitted on behalf of Highlands Falls Community Association, Inc represented by Ms Jenmfer Royce The protect site is located off Falls Drive East in Highlands, Macon County, North Carolina. The applicant is seeking a Nationwide Permit 13 for bank stabilization along the Cullasaja River. Please do not hesitate to contact me at 828 - 698 -9800 if you have any questions or comments regarding the enclosed PCN A copy of this package has been sent to Ms Andrea Leslie of the NC Wildlife Resources Commission and Mr. Bryan Tompkins of the US Fish and Wildlife Service for review. A copy of this application has also been submitted to Mr Tim Fox of the NC Division of Water Resources, Asheville Regional Office Respectfully, Kevin Mitchell Biologist Copy Furnished: NC Division of Water Resources, Asheville – Tim Fox NC Wildlife Resources Commission – Andrea Leslie US Fish and Wildlife Service – Bryan Tompkins 224 South Grove Street, Suite F Hendersonville, NC 28792 828 -698 -9800 Tel 828 - 698 -9003 Fax a — Cd'dle, � R Clement P.W.S Principal Corps Submittal Cover Sheet Please provide the following info. 1. Project Name Highlands Falls Bank Stabilization 2 Name of Property Owner/Applicant- Highlands Falls Community Association, Inc 3 Name of Consultant/Agent: C1earWater Environmental Consultants, Inc *Agent authonznuon needs to be attached 4 Related /previous Action ID numbers(s): N/A 5. Site Address: 290 Skylake Road 6 Subdivision Name: Highlands Falls Country Club 7 City. Highlands 8 County- Macon 9. Lat• 35.068861N Long- - 83.180598W (Decimal Degrees Please) 10 Quadrangle Name: Highlands 11. Waterway: Cullasala River 12. Watershed- Little Tennessee 06010202 13. Requested Action: X Nationwide Permit # 13 General Permit # Jurisdictional Determination Request Pre- Application Request The following information will be completed by the Corps office: AID: Prepare File Folder Assign number in ORM Begin Date Authorization- Section 10 Section 404 Project Description/Nature of Activity/Project Purpose. Site/Waters Name. Keywords- war= 11 -UU aLr eC , Department of the Army NCDENR Wilmington District, Corps of Engineers NC DWR, Webscape Unit Attn: Scott McLendon, Chief Regulatory Division Attn• Karen Higgins PO Box 1890 512 North Salisbury Street Wilmington, NC 28402 -1890 Raleigh, North Carohna 27604 I, the current landowner /managing partner of the property identified below, hereby authorize C1earWater Environmental Consultants, Inc. (CEC) to act on my behalf as my agent during the processing of jurisdictional determination requests and permits to impact Wetlands and Water of the US subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. CEC is authorized to provide supplemental information as needed at the request of the USAGE or DWR. Additionally, I authorize representatives of the Wilmington District, US Army Corps of Engineers to enter upon the property herein described for the purposes of conducting on- site investigations and issuing a determination associated with Wetlands and Waters of the US subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. Property Owner of Record: _1(90LA-9 DS -V U 5 CVM t1kOtI -M k'W-1 AVdd Property Owner of Address. Z-qO 57VY LAV-I� 'iZD kD> &gLmM , mt 2S��Fj Phone Number $2 SZ.& W'217 Property Location. 'jr 14 06 W 51) (-, L)e— 'J Sao rie", V[ i ✓&iLn Owner/Managing Partner r Printed Name �� -it►1 i�� t� A . TD c 2 Owner/Managing Partner Signature- Date: v7L�q %otg 224 South Grove Street, Suite F Hendersonville, NC 28792 Phone 828 -698 -9800 www cwenv.com Parcel Information 31102015 Macon Cotally Property Inform abon Jet Ct Home I Search I Advanced I Custom Search I Map I Help 31 '-� f4a." , I inu,I` fl "10 `ra IL 11011, SII -I rJC "b731 rh-al3 b28 -_ 1`--211011 htipJ /gls2 maconnc orgQlghbnap /Property/PropertyDetails aspx7PiD= 7540965503 111 PARCEL 7540965503 ADDRESS FALLS DR E OWNER HIGHLANDS FALLS COUNTRY CLUB Details Property Address FALLS DR E Current Owner HIGHLANDS FALLS COUNTRY CLUB Structures Property Description OFF 64 & 1404 Owner Address ONE CLUB DRIVE, HIGHLANDS NC 28741 Township HIGHLANDS Deed Book/Page 1A13790 Collections Zone Date Recorded Tuesday, March 21 1995 Map Neighborhood HIGHLANDS FALLS COUNTRY CLUB Sala Price SO 00 Property Card Subdivision Valid Sale N Number of Buildings 0 Land Tax Value S562,50000 Images Acreage 1875 Building T21 Value $000 Sketches Land Square Footage Land Deferment Amount 50 00 Topography ROLLING ExemptlonAmount 5000 Search Results Utilities ELECTRIC,PUB WATER PUB SEWER Approximate Elevation 3782 Date Last Appraised Friday October 17 2014 Map Sheet 754002 Relevant Links Text only Property Card(s) _2 j ,4 5, 2015 Property Revaluation notice , INSPECTIONS , Pmoerv- transfer- form.pdf , 2014 Pmo Tax nonce , 2013 Proo Tax notice , 2012 Pmo Tax notice ,watershed and Fleodolain Kaos Soaual Search From Thls Parcel 31 '-� f4a." , I inu,I` fl "10 `ra IL 11011, SII -I rJC "b731 rh-al3 b28 -_ 1`--211011 htipJ /gls2 maconnc orgQlghbnap /Property/PropertyDetails aspx7PiD= 7540965503 111 o�pF W A TFRQG y ;= Office Use Only Corps action ID no DWQ project no Form Version 1 3 Dec 10 2008 DENR -WATER RESOURCES 401 8 BUFFER PERMITTING Page 1 of 11 PCN Form — Version 1 3 December 10, 2008 Version Pre - Construction Notification PCN Form A. Applicant Information 1. Processing la Type(s) of approval sought from the Corps. ®Section 404 Permit ❑Section 10 Permit 1b Specify Nationwide Permit (NWP) number 13 or General Permit (GP) number 1c Has the NWP or GP number been venfied by the Corps? ❑ Yes ® No 1 d Type(s) of approval sought from the DWQ (check all that apply) ® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1 e Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification ❑ Yes ® No For the record only for Corps Permit ❑ Yes ® No if Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu fee program ❑ Yes ® No 1g Is the project located in any of NC's twenty coastal counties If yes, answer lh below ❑ Yes ® No 1h Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ® No 2. Project Information 2a Name of project Highlands Falls Bank Stabilization 2b. County Macon 2c. Nearest municipality / town Highlands 2d Subdivision name Highlands Falls Country Club 2e NCDOT only, T I P or state project no N/A 3. Owner Information 3a Name(s) on Recorded Deed Highlands Falls Community Association, Inc 3b. Deed Book and Page No 1A/3790 3c Responsible Party (for LLC if applicable) Jennifer Royce 3d Street address 290 Skylake Road 3e City, state, zip. Highlands, NC 28741 3f Telephone no 828 - 526 -2203 3g Fax no • N/A 3h. Email address N/A MAR 1 6 2015 DENR -WATER RESOURCES 401 8 BUFFER PERMITTING Page 1 of 11 PCN Form — Version 1 3 December 10, 2008 Version 4 Applicant Information (if different from owner) 4a Applicant is ❑ Agent ❑ Other, specify. 4b Name 4c Business name (if applicable) 4d Street address 4e City, state, zip 4f Telephone no 4g Fax no 4h Email address 5. AgenVConsultant Information (if applicable) 5a Name R Clement Riddle 5b Business name (if applicable) ClearWater Environmental Consultants, Inc 5c Street address 224 South Grove Street, Suite F 5d City, state, zip. Hendersonville, North Carolina 28792 5e. Telephone no 828 -698 -9800 5f. Fax no n/a 5g Email address clement @cwenv com Page 2 of 11 PCN Form — Version 1 3 December 10, 2008 Version B. Project Information and Prior Project History 1. Property Identification la Property identification no (tax PIN or parcel ID) 7540965503 lb Site coordinates (in decimal degrees) Latitude 35 068861N Longitude -83 180598W (DD DDDDDD) ( -DD DDDDDD) 1c Property size +/-1875 2. Surface Waters 2a Name of nearest body of water (stream, river, etc ) to Cullasata River proposed project, 2b Water Quality Classification of nearest receiving water WS III, Tr 2c River basin Little Tennessee 3. Project Description 3a Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application Existing conditions on site include a country club with an 18 -hole golf course Land use in the vicinity includes residential and forests 3b List the total estimated acreage of all existing wetlands on the property There are no wetlands within the protect area 3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property Approximately 134 linear feet of stream within the protect area 3d Explain the purpose of the proposed protect The purpose of the project is to stabilize both banks of the Cullasaja River where erosion is undermining the existing np rap slope on the right bank descending and the existing bridge support on the left bank descending (See attached photos). 3e Describe the overall project in detail, including the type of equipment to be used* The project will include the installation of a concrete pad beneath the bridge support on the left bank descending Class II rip rap will then line the proposed concrete Concrete will also be utilized with the addition of np rap on the right bank descending Typical earth moving equipment will be used. During construction, the contractor will install a coffer dam to assist with completing the work "in the dry" 4. Jurisdictional Determinations 4a Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / ❑ Yes ® No ❑ Unknown project (including all pnor phases) in the past? Comments 4b If the Corps made the jurisdictional determination, what type E] Preliminary ❑Final of determination was made? 4c If yes, who delineated the jurisdictional areas? Agency /Consultant Company Name (if known) Other 4d If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation 5. Project History 5a Have permits or certifications been requested or obtained for ❑ Yes ❑ No ® Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions Page 3 of 11 PCN Form — Version 1 3 December 10, 2008 Version 6. Future Project Plans 6a Is this a phased project? ❑ Yes ® No 6b If yes, explain Page 4 of 11 PCN Form — Version 1.3 December 10, 2008 Version C Proposed Impacts Inventory 1 Impacts Summary la Which sections were completed below for your project (check all that apply) ❑ Wetlands ® Streams - tnbutanes ❑ Buffers ❑ Open Waters ❑ Pond Construction 2 Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted 2a. 2b 2c 2d. 2e 2f Wetland impact Type of Iunsdiction number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ — non -404, other) (acres) Temporary T W1 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W2 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W3 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W4 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W5 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W6 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts 2h Comments 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted 3a 3b 3c 3d 3e 3f 3g Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact number - (PER) or (Corps - 404, 10 stream length Permanent (P) or intermittent DWQ — non -404, width (linear Temporary (T) (INT)? other) (feet) feet) S1 ®P ❑ T Bank Stabilization Cullasaja River ® PER ❑ INT ® Corps ® DWQ 15 65 S2 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S3 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S4 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S5 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S6 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h Total stream and tributary impacts 65 N Comments Page 5 of 11 PCN Form — Version 1 3 December 10, 2008 Version 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U S then individually list all open water impacts below 4a 4b 4c. 4d 4e Open water Name of waterbody impact number — (if applicable) Type of impact Waterbody type Area of impact (acres) Permanent (P) or Tem ora T 01 ❑ PEI T 02 ❑P ❑T 03 ❑P ❑T 04 ❑P ❑T 4E Total open water impacts 4g Comments 5. Pond or Lake Construction If pond or lake construction proposed, then complete the chart below. 5a 5b 5c 5d 5e Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or purpose (acres) number of pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 5L Total 5g Comments. 5h Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no 51 Expected pond surface area (acres) 5i Size of pond watershed (acres) 5k Method of construction 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below If yes, then individually list all buffer impacts below If any impacts require mitigation, then you MUST fill out Section D of this form 6a. ❑ Neuse ❑ Tar - Pamlico ❑ Other Project is in which protected basin? ❑ Catawba ❑ Randleman 6b 6c 6d 6e. 6f 6g Buffer impact number— Reason Buffer Zone 1 impact Zone 2 impact Permanent (P) or for Stream name mitigation (square feet) (square feet) Temporary T impact required? B1 ❑ P ❑ T ❑ Yes ❑ No 132 ❑ P ❑ T ❑ Yes ❑ No B3 ❑P ❑T El Yes ❑ No 6h Total buffer impacts 61 Comments Page 6 of 11 PCN Form — Version 1 3 December 10, 2008 Version D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project Impacts associated with this project are the minimum necessary to stabilize the banks and reinforce the bridge 1 b Specifically descnbe measures taken to avoid or minimize the proposed impacts through construction techniques Construction equipment will be operated from high ground A coffer dam will be installed to conduct the work "in the dry" 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a Does the project require Compensatory Mitigation for impacts to Waters of the U S or Waters of the State? ❑ Yes ® No 2b. If yes, mitigation is required by (check all that apply) ❑ DWQ ❑ Corps 2c If yes, which mitigation option will be used for this project? ❑ Mitigation bank Payment to in -lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank 3b Credits Purchased (attach receipt and letter) Type Quantity 3c Comments 4. Complete if Making a Payment to In -lieu Fee Program 4a. Approval letter from in -lieu fee program is attached ❑ Yes 4b Stream mitigation requested linear feet 4c. If using stream mitigation, stream temperature ❑ warm ❑ cool ❑cold 4d Buffer mitigation requested (DWQ only) square feet 4e Ripanan wetland mitigation requested acres 4f Non - riparian wetland mitigation requested acres 4g Coastal (tidal) wetland mitigation requested acres 4h Comments 5. Complete if Using a Permittee Responsible Mitigation Plan 5a If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan Page 7 of 11 PCN Form — Version 1 3 December 10, 2008 Version 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? ❑ Yes ® No 6b If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the amount of mitigation required Zone 6c Reason for impact 6d Total impact (square feet) Multiplier 6e Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1 5 6f Total buffer mitigation required: 6g If buffer mitigation is required, discuss what type of mitigation is proposed (e g , payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund) 6h Comments Page 8 of 11 PCN Form — Version 1 3 December 10, 2008 Version E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a Does the project include or is it adjacent to protected riparian buffers identified ❑ Yes ® No within one of the NC Riparian Buffer Protection Rules? lb If yes, then is a diffuse flow plan included? If no, explain why ❑ Yes ❑ No Comments 2. Stormwater Management Plan 2a What is the overall percent imperviousness of this project? 0% 2b Does this project require a Stormwater Management Plan? ❑ Yes ® No 2c If this project DOES NOT require a Stormwater Management Plan, explain why This project does not require the addition of impervious surfaces 2d If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan ❑ Certified Local Government 2e Who will be responsible for the review of the Stormwater Management Plan'? ❑ DWO Stormwater Program ❑ DWO 401 Unit 3. Certified Local Government Stormwater Review 3a In which local government's jurisdiction is this project? ❑ Phase II 3b Which of the following locally - implemented stormwater management programs ❑ NSW ❑ USMP apply (check all that apply) ❑ Water Supply Watershed ❑ Other 3c Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 4. DWQ Stormwater Program Review ❑ Coastal counties ❑ HOW 4a Which of the following state - implemented stormwater management programs apply ❑ ORW (check all that apply) ❑ Session Law 2006 -246 ❑ Other 4b. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? S. DWQ 401 Unit Stormwater Review 5a Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No 5b Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No Page 9 of 11 PCN Form — Version 1 3 December 10, 2008 Version F. Supplementary Information 1 Environmental Documentation (DWQ Requirement) la Does the project involve an expenditure of public (federal /state /local) funds or the ❑ Yes ® No use of public (federal /state) land? lb If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State ❑ Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1c If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval ❑ Yes ❑ No letter ) Comments 2 Violations (DWQ Requirement) 2a Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500), Isolated Wetland Rules (15A NCAC 2H 1300), DWQ Surface Water or Wetland Standards, ❑ Yes ® No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b Is this an after -the -fact permit applications ❑ Yes ® No 2c If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s) 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes ® No additional development, which could impact nearby downstream water quality? 3b If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy If you answered "no," provide a short narrative description 4. Sewage Disposal (DWQ Requirement) 4a Clearly detail the ultimate treatment methods and disposition (non - discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility Wastewater will not be generated as a result of this proposed project Page 10 of 11 PCN Form — Version 1 3 December 10, 2008 Version 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a Will thi? protect occur in or near an area with federally protected species or El Yes ® No habitat 5b. Have you checked with the LISFWS concerning Endangered Species Act ❑ Yes ® No impacts? 5c If yes, indicate the USFWS Field Office you have contacted ❑ Raleigh ❑ Asheville 5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? USFWS County data and Natural Heritage Program (NHP) data 6. Essential Fish Habitat (Corps Requirement) 6a Will this project occur in or near an area designated as essential fish habitat? ❑ Yes ® No 6b What data sources did you use to determine whether your site would impact Essential Fish Habitat? South Atlantic Habitat and Ecosystem IMS Impact will not occur in a marine system 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation ® Yes ❑ No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b What data sources did you use to determine whether your site would impact historic or archeological resources? National Register of Historic Places records maintained by the NC State Historic Preservation Office (SHPO) and available on SHPO's HPOWEB GIS Service The Mirror Lake Historic District (HPO Site ID MA0562) and the Godfrey - England- Dogget House (HPO Site ID MA0556) are located approximately 1.7 miles to the southwest of the project site The Highlands North Historic District (HPO Site ID MA0554) and the Playmore -Bowery Road Historic District (HPO Site ID MA0539) are both located within a half mile of the project site It is the opinion of CEC that the proposed project will not threaten the integrity of this site 8. Flood Zone Designation (Corps Requirement) 8a Will this project occur in a FEMA- designated 100 -year floodplain ? ® Yes ❑ No 8b. If yes, explain how project meets FEMA requirements Applicant will comply with the Macon County Floodplain ordinance and obtain approval by Macon County and /or FEMA prior to construction 8c. What source(s) did you use to make the floodplain determination? FEMA Map Service Center, 3700754000J (effective 5/4/2009) Q . CXenit Applicant/Agent's Printed Name p icant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided Page 11 of 11 PCN Form — Version 1 3 December 10, 2008 Version M Highlands Falls Bank Stabilization ( +/- 65 If) Shot f `Nlloor�, tof �' tort a, r escort ��. -wr ��Hi11 �V N 4th St -' 'tee O Sr �. pr,,j�sr Nlghl ids - - W t 0 Smallwo7vHighfandsl Or G L- 0 L` Legend Project Location A Drawn y: RKM 3.5.2015, CEC Project# 801 Approximate Site Location l `� J10- Falls f1v Macon County, North Carolina CLearWater 224 South Grove Street, Suite F Hendersonville, North Carolina 28792 'k Dr EkDixon O, Shff. will /Pail %w N 0 750 1,500 3, 000 Feet Site Vicinity Figure 1 Highlands Falls Bank Stabilization ( +/- 65 If) I ~''o _ • �^ 1. - J =; f "% --� 4b It • 1 • 7� tli M, J' 53 0 4r r to 3818•x` r 1� IV y Approximate Site Location f • ti �v ^�J M in � d Legend ,- •; ":. 0 750 1,500 3,000 xY Project Location ==4 1 Feet •Drawn by: RKM 3.5.2015; CEC (ojeot# Macon County, Cwar\ alber USGS Topographic Map Highlands Quad North Carolina Figure 2 224 South Grove Street, Suite F g Hendersonville, North Carolina 28792 Figure 3 Site Plans s a 8 3s E b y SKY�KEORIV 5 O,Q L sr v s Q'P �'F /s RIVER COURT CULLASAJA CLUB SUBDIVISION LAKE VILLA CT RIDGE LAKE bp, y CIRCLE J �5� VOa NTERBERRYCT URt PIGS F GE i ROCK C REEK SHERWOOD [y y DRIVE FOREST FS+T m Z m fN SUBDIVISION y O pn;n DaC mN� O 4 FA0 L 0 m O O Q m m O o S A T ROCK @pZ CT Z� L S� 9 BIG BEARPEN SUBDIVISION VICINITY MAP SURLY INFORMATION BYINFORMATION BY SPATIAL DATA CONSULTANTS, INC 1008 HUTTON LANE, SUITE 109 HIGH POINT, NC 27262 PHONE (336) 841 -1247 LINEAR STREAMBANK RESTORATION = 65 FT TOTAL GRAPHIC SCALE ( M FEET ) 1 1°°h - 20 tt LEGEND 3730 EXISTING 2' CONTOUR tt� m PROPOSED LIMIT OF STREAMBANK RESTORATION PROPOSED SAND BAG ® EXISTING BRIDGE AREA ® RIP -RAP PLACE MIN 3,000 PSI CONCRETE BENEATH UNDERMINED RIP -RAP \CE MIN 4,500 PSI CONCRETE BENEATH VCRETE PIER (PIER SURFACE SHOULD BE JGHENED & CLEAN PRIOR TO PLACEMENT) coo A Enat- Berm¢, PiLC GIA . PiPL.LC NC Lronte No P -1342 et N m. (eae) esr -nn Pd "9 Not for Cdit y u -tion Know what s below FO L pLµ,O C.B�� bata� you dip, �, �6 a�� U OD a°'i z tko 0z Wwo Ix z 0 U �j'0 0 w � pOt Cgg72VU r�w�� N c� z d 25 sy _wJ EXISTING FORM CON Co TO LINE PROPOSED BRIDGE #1 TYPICAL SECTION OR EQUIVALENT COFFER CONCRETE DAM AS NEEDED (TYP) NTS NOTES 1 CONTRACTOR TO TAKE ALL MEASURE NECESSARY TO PREVENT FRESH CONCRETE FROM COMING INTO CONTACT WITH STREAM UNTIL CONCRETE HAS HARDENED 2 WORK IN- STREAM AND WITHIN A 25 -FOOT BUFFER ZONE IS PROHIBITED DURING THE TROUT SPAWNING PERIOD OF OCTOBER 15 THROUGH APRIL 15 TO PROTECT THE EGG AND FRY STAGES FROM SEDIMENTATION 3 VEGETATION SHOULD BE PRESERVED AS MUCH AS POSSIBLE TREES THAT MUST BE REMOVED SHOULD BE CUT NEAR GROUND LEVEL, LEAVING THE STUMP AND ROOTS IN THE BANK FOR STABILITY 4 USE NATURAL MATERIALS AS MUCH AS POSSIBLE TO RESTORE THE STREAM BANK AT THE CROSSING RIP RAP SHALL BE LIMITED TO THE NORMAL HIGH WATER MARK 5 ALL MECHANIZED EQUIPMENT OPERATED IN OR NEAR SURFACE WATERS SHALL BE REGULARLY INSPECTED AND MAINTAINED TO PREVENT CONTAMINATION OF STREAM FROM FUELS, LUBRICANTS, HYDRAULIC FLUIDS, AND OTHER TOXIC MATERIALS 6 ALL SOIL IS TO BE REMOVED AND THE STREAM CHANNEL FLOOR STABILIZED BEFORE SAND BAGS (OR COFFER DAM) ARE REMOVED 7 ONLY ONE SIDE OF STREAM TO BE REPAIRED AT A TIME WGLA Engineering PLLC c.—i" P+,ale R — Plemrn AC Lcen No P -1342 lexel­717? EXISTING RIP RAP SLOPE 3ED CLASS II RIP RAP TO ,CED ALONG BOTTOM OF G RIP -RAP SLOPE WHERE AWING HAS OCCURRED PSI (MIN) CONCRETE Y BETWEEN RIP -RAP P�H CARS< FE j pi f`if �r�Qiif Not for Cbfttlustion � 9 .fry Pr F Know whaCs ti810W Call bwm you ft I a w Z zZ aao CL, _zU E- 0 �U)z a� a � W w Wzz W O 0 (W4 ..7 z w C7 F- z xx z O U U z z 0 1d U O d z F zo 4 U U A zx MUU= a w W A x c� x E- d a E• � W dW Fx V) z H f]4 W Q Qi W a E� sheet C -101 Highlands Falls Bank Stabilization ( +/- 65 If) h i 4 u •1_ i Approximate Location to r r E . 9 7 Legend A 0 62.5 125 250 Project Location Highlands Falls Bank Stabilization ( +/- 65 If) x LW Legend �r Project Location 100 Year Floodplain Drawn by: RKM 3.5.2015; CEC Project# 8 1 Approximate Site Location 0 62.5 125 250 CLear�/ater FEMA Floodplain Map Macon County, FEMA Map Service Center North Carolina 224 South Grove Street, Suite F Map Panel 3700754000) Hendersonville, North Carolina 28792 Figure 6 Representative Photographs Photo 1. Photograph of bridge from the left bank descending. Photo 2. Photograph of the right bank descending showing eroding bank. Representative Photographs Photo 3. Photograph of the right bank descending showing undermined rip rap. Photo 4. Photograph of the left bank descending showing undermined pier. Representative Photographs Jurisdictional Determination Information APPROVED JURISDICTIONAL DETERMINATION FORM U.S. Army Corps of Engineers This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook SECTION I: BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD): B DISTRICT OFFICE, FILE NAME, AND NUMBER: C. PROJECT LOCATION AND BACKGROUND INFORMATION: State NC County/pansh/borough Macon City Highlands Center coordinates of site (lat/long in degree decimal format) Lat 35 068861 ° N, Long -83 1805980 W Universal Transverse Mercator NAD 83 Name of nearest waterbody Cullasaja River Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows Little Tennessee Name of watershed or Hydrologic Unit Code (HUC) Little Tennessee 06010202 ® Check if map /diagram of review area and /or potential Jurisdictional areas is /are available upon request ❑ Check if other sites (e g , offsite mitigation sites, disposal sites, etc ) are associated with this action and are recorded on a different JD form D REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): ❑ Office (Desk) Determination Date ❑ Field Determination Date(s) SECTION II: SUMMARY OF FINDINGS A. RHA SECTION 10 DETERMINATION OF JURISDICTION. There AreAre no "navigable waters of the U S " within Rivers and Harbors Act (RHA) Jurisdiction (as defined by 33 CFR part 329) in the review area [Required] ❑ Waters subject to the ebb and flow of the tide ❑ Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce Explain B. CWA SECTION 404 DETERMINATION OF JURISDICTION. There A,P'R "waters of the US" within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area [Required] Waters of the U.S. a. Indicate presence of waters of U.S. in review area (check all that apply)-' TNWs, including territorial seas ❑ Wetlands adjacent to TNWs ® Relatively permanent watersz (RPWs) that flow directly or indirectly into TNWs Non -RPWs that flow directly or indirectly into TNWs ❑ Wetlands directly abutting RPWs that flow directly or indirectly into TNWs ❑ Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs Wetlands adjacent to non -RPWs that flow directly or indirectly into TNWs Impoundments of jurisdictional waters ❑ Isolated (interstate or intrastate) waters, including isolated wetlands b. Identify (estimate) size of waters of the U S. in the review area: Non - wetland waters 65 linear feet 15 width (ft) and/or acres Wetlands acres c. Limits (boundaries) of jurisdiction based on Establlshed;by HWM. Elevation of established OHWM (if known) 2. Non - regulated waters /wetlands (check if applicable):3 Q Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional Explain i Boxes checked below shall be supported by completing the appropriate sections in Section Ill below 2 For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year -round or has continuous flow at least "seasonally" (e g , typically 3 months) 3 Supporting documentation is presented in Section III F SECTION III CWA ANALYSIS A TNWs AND WETLANDS ADJACENT TO TNWs The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete Section III.A.1 and Section III.D.1 only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2 and Section III.D.1.; otherwise, see Section IILB below 1 TNW Identify TNW Summarize rationale supporting determination 2. Wetland adjacent to TNW Summarize rationale supporting conclusion that wetland is "adjacent" B CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY): This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps determine whether or not the standards for jurisdiction established under Rapanos have been met. The agencies will assert jurisdiction over non - navigable tributaries of TNWs where the tributaries are "relatively permanent waters" (RPWs), i.e. tributaries that typically flow year -round or have continuous flow at least seasonally (e.g., typically 3 months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year -round (perennial) flow, slip to Section III.D.2 If the aquatic resource is a wetland directly abutting a tributary with perennial flow, skip to Section III.D.4. A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and EPA regions will include in the record any available information that documents the existence of a significant nexus between a relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even though a significant nexus finding is not required as a matter of law. If the waterbody° is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section III.B.1 for the tributary, Section III.B.2 for any onsite wetlands, and Section III.B.3 for all wetlands adjacent to that tributary, both onsite and offsite. The determination whether a significant nexus exists is determined in Section III.0 below. 1. Characteristics of non -TNWs that flow directly or indirectly into TNW (i) General Area Conditions Watershed size Pick List Drainage area Pick List Average annual rainfall inches Average annual snowfall inches (u) Physical Characteristics. (a) Relationship with TNW ❑ Tributary flows directly into TNW ❑ Tributary flows through Pick E 'List tributaries before entering TNW Project waters are Pick List river miles from TNW Project waters are Pick List ever miles from RPW Project waters are Pick List aerial (straight) miles from TNW Project waters are Pick _, ist aenal (straight) miles from RPW Project waters cross or serve as state boundaries Explain Identify flow route to TNW5 Tributary stream order, if known Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the and West 5 Flow route can be described by identifying, e g , tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW (b) General Tributary Characteristics (check all that apply) Tributary is ❑ Natural ❑ Artificial (man -made) Explain ❑ Manipulated (man - altered) Explain Tributary properties with respect to top of bank (estimate) Average width feet Average depth feet Average side slopes PI Lck�"ist. Primary tributary substrate composition (check all that apply) ❑ Silts ❑ Sands ❑ Cobbles ❑ Gravel ❑ Bedrock ❑ Vegetation Type /% cover ❑ Other Explain ❑ Concrete ❑ Muck Tributary condition /stability [e g, highly eroding, sloughing banks] Explain Presence of run/nffle /pool complexes Explain Tributary geometry PickPick L Tributary gradient (approximate average slope) % (c) Flow Tributary provides for Pick List Estimate average number of flow events in review area/year PIckk Ust Describe flow regime Other information on duration and volume Surface flow is PI Lck�ist. Characteristics Subsurface flow P>t Lck Explain findings ❑ Dye (or other) test performed Tributary has (check all that apply) ❑ Bed and banks ❑ OHWM6 (check all indicators that apply) ❑ clear, natural line impressed on the bank ❑ the presence of litter and debris ❑ changes in the character of soil ❑ destruction of terrestrial vegetation ❑ shelving ❑ the presence of wrack line ❑ vegetation matted down, bent, or absent ❑ sediment sorting ❑ leaf litter disturbed or washed away ❑ scour ❑ sediment deposition ❑ multiple observed or predicted flow events ❑ water staining ❑ abrupt change in plant community ❑ other (list) ❑ Discontinuous OHWM 7 Explain If factors other than the OHWM were used to determine lateral extent of CWA jurisdiction (check all that apply) Q High Tide Line indicated by Q Mean High Water Mark indicated by ❑ oil or scum line along shore objects ❑ survey to available datum, ❑ fine shell or debris deposits (foreshore) ❑ physical markings, ❑ physical markings /characteristics ❑ vegetation lines /changes in vegetation types ❑ tidal gauges ❑ other (list) (iii) Chemical Characteristics: Characterize tributary (e g , water color is clear, discolored, oily film, water quality, general watershed charactenstics, etc ) Explain Identify specific pollutants, if known 6A natural or man -made discontinuity in the OHWM does not necessarily sever jurisdiction (e g, where the stream temporarily flows underground, or where the OHWM has been removed by development or agricultural practices) Where there is a break in the OHWM that is unrelated to the waterbody's flow regime (e g , flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break 'Ibid (w) Biological Characteristics Channel supports (check all that apply): ❑ Riparian corridor Characteristics (type, average width) ❑ Wetland fringe Characteristics ❑ Habitat for ❑ Federally Listed species Explain findings ❑ Fish /spawn areas Explain findings ❑ Other environmentally - sensitive species Explain findings ❑ Aquatic /wildlife diversity Explain findings 2 Characteristics of wetlands adjacent to non -TNW that flow directly or indirectly into TNW (i) Physical Characteristics: (a) General Wetland Characteristics Properties Wetland size acres Wetland type Explain Wetland quality Explain Protect wetlands cross or serve as state boundaries Explain (b) General Flow Relationship with Non -TNW Flow is Pick List Explain Surface flow is: Pick =List Characteristics Subsurface flow ick ist Explain findings ❑ Dye (or other) test performed (c) Wetland Adjacency Determination with Non -TNW ❑ Directly abutting ❑ Not directly abutting ❑ Discrete wetland hydrologic connection Explain ❑ Ecological connection Explain ❑ Separated by berm/barrier Explain (d) Proximity (Relationship) to TNW Project wetlands are PtckL river miles from TNW Project waters are Pi' 'List aerial (straight) miles from TNW Flow is from P c1c Li Estimate approximate location of wetland as within the -ri floodplam (u) Chemical Characteristics: Characterize wetland system (e g , water color is clear, brown, oil film on surface, water quality, general watershed characteristics, etc ) Explain Identify specific pollutants, if known (iii) Biological Characteristics Wetland supports (check all that apply): ❑ Riparian buffer Characteristics (type, average width) ❑ Vegetation type /percent cover Explain ❑ Habitat for ❑ Federally Listed species Explain findings ❑ Fish/spawn areas Explain findings ❑ Other environmentally - sensitive species Explain findings ❑ Aquatic /wildlife diversity Explain findings 3. Characteristics of all wetlands adjacent to the tributary (if any) All wetland(s) being considered in the cumulative analysis ck List Approximately ( ) acres in total are being considered in the cumulative analysis For each wetland, specify the following Directly abuts9 (Y/N) Size (in acres) Directly abuts9 (Y/N) Size (in acres) Summarize overall biological, chemical and physical functions being performed C SIGNIFICANT NEXUS DETERMINATION A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity of a TNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent wetlands, has more than a speculative or insubstantial effect on the chemical, physical and/or biological integrity of a TNW. Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent wetlands It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a tributary and its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adjacent wetland lies within or outside of a floodplain is not solely determinative of significant nexus Draw connections between the features documented and the effects on the TNW, as identified in the Rapanos Guidance and discussed in the Instructional Guidebook. Factors to consider include, for example: • Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW9 • Does the tnbutary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW9 • Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that support downstream foodwebs? • Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or biological integrity of the TNW? Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented below: 1. Significant nexus findings for non -RPW that has no adjacent wetlands and flows directly or indirectly into TNWs Explain findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section III D 2. Significant nexus findings for non -RPW and its adjacent wetlands, where the non -RPW flows directly or indirectly into TNWs Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to Section III D 3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to Section III D D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL THAT APPLY): TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area TNWs linear feet width (ft), Or, acres El Wetlands adjacent to TNWs acres 2. RPWs that flow directly or indirectly into TNWs. ® Tributaries of TNWs where tributaries typically flow year -round are jurisdictional Provide data and rationale indicating that tributary is perennial Cullasaja River appears as a blue line through the project area Q Tributaries of TNW where tributaries have continuous flow "seasonally" (e g, typically three months each year) are jurisdictional Data supporting this conclusion is provided at Section III B Provide rationale indicating that tributary flows seasonally Provide estimates for jurisdictional waters in the review area (check all that apply) ® Tributary waters 65 linear feet 15 width (ft) ❑ Other non - wetland waters acres Identify type(s) of waters 3 Non -RPWss that flow directly or indirectly into TNWs ❑ Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a TNW is jurisdictional Data supporting this conclusion is provided at Section III C Provide estimates for jurisdictional waters within the review area (check all that apply) ❑ Tributary waters linear feet width (ft) ❑ Other non - wetland waters acres Identify type(s) of waters 4 Wetlands directly abutting an RPW that flow directly or indirectly into TNWs El Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands ❑ Wetlands directly abutting an RPW where tributaries typically flow year -round Provide data and rationale indicating that tributary is perennial in Section III D 2, above Provide rationale indicating that wetland is directly abutting an RPW ❑ Wetlands directly abutting an RPW where tributaries typically flow "seasonally " Provide data indicating that tributary is seasonal in Section IIi B and rationale in Section iII D 2, above Provide rationale indicating that wetland is directly abutting an RPW Provide acreage estimates for junsdictional wetlands in the review area acres 5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs ❑ Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent and with similarly situated adjacent wetlands, have a significant nexus with a TNW are junsidictional Data supporting this conclusion is provided at Section III C Provide acreage estimates for jurisdictional wetlands in the review area acres 6 Wetlands adjacent to non -RPWs that flow directly or indirectly into TNWs. ❑ Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and with similarly situated adjacent wetlands, have a significant nexus with a TNW are junsdictional Data supporting this conclusion is provided at Section III C Provide estimates for jurisdictional wetlands in the review area acres 7. Impoundments of jurisdictional waters 9 As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional 0 Demonstrate that impoundment was created from "waters of the US," or Demonstrate that water meets the criteria for one of the categories presented above (1 -6), or ❑ Demonstrate that water is isolated with a nexus to commerce (see E below) E. ISOLATED [INTERSTATE OR INTRA- STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE, DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY SUCH WATERS (CHECK ALL THAT APPLY) 10 ❑ which are or could be used by interstate or foreign travelers for recreational or other purposes ❑ from which fish or shellfish are or could be taken and sold in interstate or foreign commerce ❑ which are or could be used for industrial purposes by industries in interstate commerce ❑ Interstate isolated waters Explain ❑ Other factors Explain Identify water body and summarize rationale supporting determination: 8See Footnote # 3 9 To complete the analysis refer to the key in Section III D 6 of the Instructional Guidebook 10 Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act Jurisdiction Following Rapanos Provide estimates for Junsdictional waters in the review area (check all that apply) ❑ Tributary waters linear feet width (ft) ❑ Other non - wetland waters acres Identify type(s) of waters ❑ Wetlands acres F. NON - JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY). ❑ If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers Wetland Delineation Manual and/or appropriate Regional Supplements Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce ❑ Prior to the Jan 2001 Supreme Court decision in "SWANCC," the review area would have been regulated based solely on the "Migratory Bird Rule" (MBR) ❑ Waters do not meet the "Significant Nexus" standard, where such a finding is required for Jurisdiction Explain ❑ Other (explain, if not covered above) Provide acreage estimates for non- lunsdichonal waters in the review area, where the sole potential basis of Jurisdiction is the MBR factors (i e, presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional Judgment (check all that apply) ❑ Non - wetland waters (1 e , rivers, streams) linear feet width (ft) ❑ Lakes /ponds acres ❑ Other non - wetland waters acres List type of aquatic resource ❑ Wetlands acres Provide acreage estimates for non - jurisdictional waters in the review area that do not meet the "Significant Nexus" standard, where such a finding is required for Junsdiction (check all that apply) Non - wetland waters (i e , rivers, streams) linear feet, width (ft) ❑ Lakes /ponds acres ❑ Other non- wetland waters acres List type of aquatic resource Wetlands acres SECTION IV: DATA SOURCES. A. SUPPORTING DATA. Data reviewed for JD (check all that apply - checked items shall be included in case file and, where checked and requested, appropriately reference sources below) ❑ Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant ❑ Data sheets prepared/submitted by or on behalf of the applicant/consultant ❑ Office concurs with data sheets /delineation report ❑ Office does not concur with data sheets /delineation report ❑ Data sheets prepared by the Corps ❑ Corps navigable waters' study ❑ U S Geological Survey Hydrologic Atlas ❑ USGS NHD data ❑ USGS 8 and 12 digit HUC maps ® U S Geological Survey map(s) Cite scale & quad name 1 24K, Highlands Quad ❑ USDA Natural Resources Conservation Service Soil Survey Citation ❑ National wetlands inventory map(s) Cite name ❑ State /Local wetland inventory map(s) ❑ FEMA/FIRM maps ❑ 100 -year Floodplam Elevation is (National Geodectic Vertical Datum of 1929) ® Photographs ® Aerial (Name & Date) NCCGIA, 2010 or ❑ Other (Name & Date) ❑ Previous determination(s) File no and date of response letter ❑ Applicable /supporting case law ❑ Applicable /supporting scientific literature ❑ Other information (please specify) B. ADDITIONAL COMMENTS TO SUPPORT JD: